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71.
The behaviour of a system containing a mass traveling on a cantilever beam is considered. The mass is induced to move by an applied force as opposed to the case which has been considered in most literature where the position of the moving mass is assumed to be known and independent of the motion of the beam. Furthermore, the system to be discussed has the unique characteristic that the motions of the mass and the beam are coupled. The mathematical model of the system includes two coupled nonlinear integral/partial differential equations which are impossible to solve analytically and are difficult to solve numerically in their original form. As a remedy, the solution is discretized into space and time functions and the equations of motion are reduced to a set of ordinary differential equations. The shape function is chosen so that it satisfies the boundary conditions of the beam as well as the transient conditions imposed by the traveling mass. This choice of the shape function, which considers the mass-beam interaction, provides an improvement over the conventional method of using a simple cantilever beam mode shapes.The ordinary differential equations of motion using the improved shaped functions, are solved numerically to obtain the dynamic behaviour of the system. The results illustrate the validity of the model, and demonstrate the advantages of the improved model to the un-improved equations.  相似文献   
72.
This paper deals with the experimental analysis of the long-term behaviour of periodically excited linear beams supported by a one-sided spring or an elastic stop. Numerical analysis of the beams showed subharmonic, quasi-periodic and chaotic behaviour. Furthermore, in the beam system with the one-sided spring three different routes leading to chaos were found. Because of the relative simplicity of the beam systems and the variety of calculated nonlinear phenomena, experimental setups are made of the beam systems to verify the numerical results. The experimental results correspond very well with the numerical results as far as the subharmonic behaviour is concerned. Measured chaotic behaviour is proved to be chaotic by calculating Lyapunov exponents of experimental data.
Sommario Il presente lavoro concerne l'analisi sperimentale del comportamento a regime di travi lineari, su supporti elastici nonlineari discontinui, eccitate periodicamente. L'analisi numerica dei sistemi in esame ha evidenziato risposte subarmoniche, quasi-periodiche e caotiche, nonchè l'esistenza, nel caso di trave con una molla laterale, di tre differenti percorsi verso il caos. La relativa semplicità dei sistemi di travi ha consentito di procedere ad una verifica sperimentale dei risultati numerici e della varietà dei fenomeni nonlineari da essi evidenziati. La corrispondenza fra risultati sperimentali e numerici è molto buona nel caso di risposta subarmonica. Il comportamento caotico sperimentale è stato convalidato attraverso il calcolo degli esponenti di Lyapunov a partire dai relativi dati.
  相似文献   
73.
In practical applications, many vibration absorbers are used to absorb oscillation of a structure, one of which is pendulum-type vibration absorbers. They are widely used in engineering applications where oscillations of a structure are constrained within a prescribed envelope. In this study, the primary structure consists of a flexible beam which has a single degree of freedom, and is subjected to a vertical sinusoidal base excitation. Non-linearity in the primary structure is due to large deflections. The rotation point of the pendulum-type absorber is attached to the tip of the primary structure. The primary structure and absorber together constitute a couple systems with two degrees of freedom. The primary objective of this study is to determine the effectiveness of pendulum-type passive vibration absorber attached to a primary structure whose orientation varies. In this study, the orientation at which the absorber is effective is established, and the factors that affect performance of the absorber are determined. The results are in good agreement with the experimental ones given in the literature.  相似文献   
74.
9MeV行波直线加速器用四极透镜系统状态分析   总被引:1,自引:0,他引:1       下载免费PDF全文
 分析了大型海关集装箱检测系统用的9 MeV电子直线加速器的四极透镜系统变为斜四极透镜系统对束流聚焦特性的影响。对三单元四极透镜系统聚焦参数、制造和安装误差进行了分析,给出了参数选择方法和合理的误差要求。以上计算利用束流动力学程序TRANSPORT完成。  相似文献   
75.
 介绍一种储存环束流位置监测系统的标定装置。这套标定装置是为NSRL二期工程储存环注入段真空盒改造而研制的。系统的标定精度达±0.01mm。该装置已用于新增注入段真空管的束流位置探测器的定标,获得了探头定标值,并根据其拟合和计算结果对注入段真空管进行了筛选,被选中的真空管已装入储存环注入段。  相似文献   
76.
对二极管泵浦NdYAG板条双通放大器进行了理论设计和数值计算.在注入能量1 mJ,小信号增益为0.23 cm-1时理论计算结果为双通放大器输出能量为229.8 mJ.实验在10 Hz时获得单脉冲输出能量216 mJ;400 Hz时获得单脉冲输出能量203.4 mJ,光束质量因子小于5,激光脉宽为16.9 ns.实验结果与理论计算基本吻合.用相位共轭镜取代0°全反镜,超高斯镜取代振荡级输出镜,并采用镜面均匀的光学器件可以改善光束质量及光斑均匀性.  相似文献   
77.
合肥光源逐圈束流位置监测系统中的定时系统   总被引:3,自引:3,他引:0       下载免费PDF全文
定时系统是合肥光源逐圈束流位置监测和相空间测量系统中的重要组成部分,其主要目的是为数据采集卡提供与环内电子束团同步的时钟信号。该系统包含高速ECL时钟成形、分频电路、程控延时电路、控制模块等部分。可实现延时范围0~220ns,最小延时步距0.5ns,调整精度0.1ns,时钟抖动小于200ps。系统控制软件基于客户/服务器结构,操作灵活、方便。  相似文献   
78.
Transformation of Gaussian beams propagating through an axially asym-metric optical system is studied in detail by means of the complex curvature tensor andthe tensor ABCD law.Some important propagation characteristics of Gaussian beamswith simple or general astigmatism are demonstrated by typical numerical examples.  相似文献   
79.
In terms of the so-called irradiance moments of a light field, the beam quality change, ΔQ, of radially and azimuthally polarized beams caused by propagation through a quartic phase plate (as occurs, for example, in strongly pumped laser rods used in high-power solid-state lasers) is studied. Analytical expressions for ΔQ are given, and a comparison between the scalar and vectorial regimes is also shown. The results are applied to several cases of interest.  相似文献   
80.
本文用宏观处理的方法,研究了强流相对论电子束在等离子体内引起的回流电流效应。通过Fourier变换的方法,求得Maxwell方程组的电场表达式和回流电流的径向表达式。在4στ>>1的极限下,电子束通道内的回流电流和入射的电子束电流基本抵消。最后,比较了回流电流的焦耳热和束电子与等离子体粒子库仑碰撞的能耗值。  相似文献   
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